[LIBRO][B] Fundamentals of earthquake engineering: from source to fragility

AS Elnashai, L Di Sarno - 2015 - books.google.com
Fundamentals of Earthquake Engineering: From Source to Fragility, Second Edition
combines aspects of engineering seismology, structural and geotechnical earthquake …

Seismic performance upgrade of substandard RC buildings with different structural systems using advanced retrofit techniques

R Joseph, A Mwafy, MS Alam - Journal of Building Engineering, 2022 - Elsevier
There has been ongoing deliberation to arrive at promising retrofit strategies for pre-seismic
code reinforced concrete (RC) structures. Against this backdrop, the research reported in …

[HTML][HTML] Loss estimation of curved bridges considering the incidence angle and spatial variability of earthquake ground motion

R Feng, SP Papadopoulos, W Yuan… - Soil Dynamics and …, 2022 - Elsevier
The consideration for the angle of seismic incidence (ASI) is critical for the seismic design of
curved bridges. Previous studies indicate that the effect of ASI weakens as the damage …

Nonstationary elastoplastic response analysis of curved beam bridges under spatial variability of earthquake ground motion using absolute displacement method

TL Zhao, XM Li, YF Du - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
Current studies indicate that curved beam bridges are more sensitive to the spatial variability
of earthquake ground motion (SVEGM) than straight bridges. However, research methods …

Multiple support seismic excitation of the Evripos bridge based on free-field and on-structure recordings

A Sextos, C Karakostas, V Lekidis… - Structure and …, 2015 - Taylor & Francis
The 395 m long Evripos bridge in central Greece connects the island of Evia to the
mainland. An accelerometer array of 43 triaxial sensors has been monitoring both the free …

Anti-symmetric mode excitation and seismic response of base-isolated bridges under asynchronous input motion

SP Papadopoulos, AG Sextos - Soil Dynamics and Earthquake …, 2018 - Elsevier
This paper investigates the effect of asynchronous earthquake ground motion on the
transverse response of base-isolated bridges. In this context, the excitation of anti-symmetric …

Near‐fault ground motion effects on pounding and unseating using an example of a three‐span, simply supported bridge

L Khakzand, RS Jalali, M Veisi - Earthquake Engineering and …, 2022 - Wiley Online Library
A simple model of a three‐span, simply supported bridge consisting of three rigid decks
supported by two axially rigid piers and rigid abutments at two ends is analyzed by solving …

Simplified design of bridges for multiple-support earthquake excitation

SP Papadopoulos, AG Sextos - Soil Dynamics and Earthquake …, 2020 - Elsevier
This paper presents a novel, bridge-dependent approach for quantifying the increase of
design quantities due to spatially variable earthquake ground motion (SVEGM). Contrary to …

Seismic performance and cost‐effectiveness of high‐rise buildings with increasing concrete strength

M Aman, H Nadeem, ES Khaled - The Structural Design of Tall …, 2015 - Wiley Online Library
The relationship between the seismic performance and economics of high‐rise buildings
when designed to different material strengths is investigated in this paper. To represent the …

[HTML][HTML] Hybrid retrofitting for upgrading the seismic performance of adjacent bridges vulnerable to different damage modes including pounding

J Hasina, A Mwafy, A Issa, MS Alam - Engineering Structures, 2025 - Elsevier
Earthquake-induced damage, such as pounding, has emphasized the vulnerability of
existing bridges, underscoring the essential requirement for retrofitting. This study thus aims …